Advanced Search

[...]

The approach surfaces, shown on Department of Transport Fort St. John Airport Zoning Plan No. (Z) B.C. 1427 dated January 20, 1981, are surfaces abutting each end of the strips associated with runways designated 02-20 and 11-29 and are described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 02 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach surface shall be contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line and passing through the intersection of the East-West dividing line between the North East and South East Quarters of Section 21, TWP. 83, RGE. 18, W6M with the South Easterly limit of approach surface to Runway 02; THENCE, said approach surface shall slope upward at the above-specified slope of 1 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 298.68 m, measured vertically, above the elevation at the end of the strip;

• (b) a surface abutting the end of the strip associated with runway approach 20 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line and passing through the intersection of the Easterly limit of road allowance between Section 1, TWP. 84, RGE. 18, W6M and Section 6, TWP. 84, RGE. 17, W6M with the South Easterly limit of approach surface to Runway 20; THENCE, said approach surface shall slope upward at the above-specified slope of 1 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 281.11 m, measured vertically, above the elevation at the end of the strip;

• (c) a surface abutting the end of the strip associated with runway approach 11 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line and passing through the intersection of the Easterly limit of Section 8, TWP. 84, RGE. 18, W6M with the South Westerly limit of the approach surface to Runway 11; THENCE, said approach surface shall slope upward at the above-specified slope of 1 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.55 m, measured vertically, above the elevation at the end of the strip; and

• (d) a surface abutting the end of the strip associated with runway approach 29 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line and passing through the South East corner of Lot 5, North East Quarter Section 24, TWP. 83, RGE. 18, W6M, Peace River District, Plan 2913; THENCE, said approach surface shall slope upward at the above-specified slope of 1 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 285.15 m, measured vertically, above the elevation at the end of the strip.

[...]

[...]

The approach surfaces, shown on Department of Public Works Plan No. E.1898, dated February 5, 1986, are surfaces that abut each end of the strips associated with the runways designated 03-21, 12L-30R and 12R-30L, and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 03 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

• (b) a surface that abuts the end of the strip associated with runway 21 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.0 m measured vertically above the assigned elevation at the end of the strip;

• (c) a surface that abuts the end of the strip associated with runway 12L and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.0 m measured vertically above the assigned elevation at the end of the strip;

• (d) a surface that abuts the end of the strip associated with runway 12R and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.0 m measured vertically above the assigned elevation at the end of the strip;

• (e) a surface that abuts the end of the strip associated with runway 30L and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.4 m measured vertically above the assigned elevation at the end of the strip; and

• (f) a surface that abuts the end of the strip associated with runway 30R and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence said approach surface shall slope upward at a ratio of l m measured vertically to 50 m measured horizontally and rise to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 291.4 m measured vertically above the assigned elevation at the end of the strip.

[...]

[...]

The approach surfaces, shown on Department of Transport Fort Nelson Airport Zoning Plan No. B.C. 1421 dated December 31, 1980, are surfaces abutting each end of the strips associated with runways designated 03-21 and 07-25 and are described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 03 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach surface shall be horizontal and contiguous to the outer surface until it reaches the south-westerly boundary thereof; THENCE, said approach surface shall slope upward at the above-specified slope of 1 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 283.89 m, measured vertically, above the elevation at the end of the strip;

• (b) a surface abutting the end of the strip associated with runway approach 21 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach surface shall be horizontal and contiguous to the outer surface until it reaches the north-easterly boundary thereof; THENCE, said approach surface shall slope upward at the above-specified slope of 1 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 272.92 m, measured vertically, above the elevation at the end of the strip;

• [...]

• (d) a surface abutting the end of the strip associated with runway approach 25 consisting of an inclined plane having a ratio of 1.25 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; THENCE, such approach surface shall be horizontal and contiguous to the outer surface until it reaches the south-easterly boundary thereof; THENCE, said approach surface shall slope upward at the above-specified slope of 1.25 m measured vertically to 50 m measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line and distant 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 375 m from the projected centre line; said imaginary horizontal line being 49.42 m, measured vertically, above the elevation at the end of the strip.

[...]

[...]

The approach surfaces, shown on Department of Public Works and Government Services Moose Jaw Airport Zoning Plan No. E.3054, dated August 1997, are surfaces abutting each end of the strips associated with runways 10L-28R, 10R-28L and 03-21, and that are more particularly described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 10L consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface, thence the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15,000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2,400 m from the projected centre line; the imaginary horizontal line being 291.1 m measured vertically above the assigned elevation at the end of the strip;

• (b) a surface abutting the end of the strip associated with runway approach 28R consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface, thence the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15,000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2,400 m from the projected centre line; the imaginary horizontal line being 291.0 m measured vertically above the assigned elevation at the end of the strip;

• (c) a surface abutting the end of the strip associated with runway approach 10R consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface, thence the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15,000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2,400 m from the projected centre line; the imaginary horizontal line being 291.6 m measured vertically above the assigned elevation at the end of the strip;

• (d) a surface abutting the end of the strip associated with runway approach 28L consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface, thence the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15,000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2,400 m from the projected centre line; the imaginary horizontal line being 291.7 m measured vertically above the assigned elevation at the end of the strip;

• (e) a surface abutting the end of the strip associated with runway approach 03 consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface, thence the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15,000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2,400 m from the projected centre line; the imaginary horizontal line being 290.45 m measured vertically above the assigned elevation at the end of the strip; and

• (f) a surface abutting the end of the strip associated with runway approach 21 consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface, thence the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15,000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2,400 m from the projected centre line; the imaginary horizontal line being 291.61 m measured vertically above the assigned elevation at the end of the strip.

[...]